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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6 LAccepted-AOC HEAD OFFICE PLOT NO A 9 IDCO INDUSTRIAL ESTATE NEAR SAI INTERNATIONAL SCHOOL PATIA BHUBANESWAR 751024 ODISHA PATIA | KHORDHA | ODISHA | 751024 | ₹6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹6.7 L+₹72,489 (12.1%)Rejected-Finance PP 18 PANDAV NAGAR KHURDA KHORDHA ODISHA 751018 | KHORDHA | ODISHA | 751018 | ₹6.7 L+₹72,489 (12.1%) | 2 | Rejected-Finance NOT BEING L1 |
| 3 | 3₹7.4 L+₹1.4 L (23.0%)Rejected-Finance PLOT NO M 22 23 CHANDAKA INDUSTRIAL ESTATE PATIA VISIONTEK BUILDING POSTMASTER POST OFFICE K I I T SUB OFFICE KHORDA ORISSA OR INDIA IN PIN CODE 751024 PATIA BHUBANESWAR DIST KHURDA ODISHA | KHORDHA | ODISHA | 751024 | ₹7.4 L+₹1.4 L (23.0%) | 3 | Rejected-Finance NOT BEING L1 |
| 4 | 4₹18.5 L+₹12.5 L (209.1%)Rejected-Finance | ₹18.5 L+₹12.5 L (209.1%) | 4 | Rejected-Finance NOT BEING L1 |
Tender Value
Refer Docs
EMD Value
₹15,000
Closing Date
27 Mar 2024, 5:00 pmClosed
CGM(C), OMC Ltd.
Office of the CGM(C), OMC Ltd., Bhubaneswar
Selection of Consultant for Geotechnical Investigation for approach road to 168 hectares dumping yard of South Kaliapani Mines in the district of Jajpur.
2024_OMC_102434_1
RfP No.15/OMC/CIVIL/2024
Limited
Miscellaneous Services
Item Rate
30 days
SOUTH KALIAPANI
EPF Regd., GSTN, PAN, Affidavits, experience, etc. as per DTCN requirements and
empaneled Architectural Consultants of OMC
2 documents required · 2 mandatory
₹7,080
₹15,000
Yes
20 Mar 2025
11 Mar 2024
28 Mar 2024
11 Mar 2024
27 Mar 2024
11 Mar 2024
Amount
GEOTECH Survey work for establishing Co-ordinates & RLs Carrying out SURVEY WORK for establishing co-ordinates and RLs at all test locations with reference to nearby available reference co-ordinates & RLs including mobilisation of survey instruments and personnel.
Boring of min. 150 mm nominal dia. boreholes as per specification from GL upto & inclusive of 10.0 M
Boring of min. 150 mm nominal dia. boreholes as per specification beyond 10.0M and upto & inclusive of 20.0M
Boring of min. 150 mm nominal dia. boreholes as per specification beyond 20.0M and upto & inclusive of 30.0m
Boring of min. 150 mm nominal dia. boreholes as per specification beyond 30.0M
Coring in Rock of Nx size with double tube core barrel as specified with diamond bits
Conducting Standard Penetration Tests in boreholes as specified
Collecting undisturbed samples from boreholes as specified
Excavation of Trial Pits as specified
Conducting Atterberg's limit (Liquid Limit & Plastic Limit) as specified
Conducting Natural water content on soil samples as specified
Conducting Bulk and dry density tests on soil samples as specified
Conducting Specific gravity and void ratio tests on soil samples as specified
Conducting Sieve analysis for grain size distribution on samples as specified
Conducting Hydrometer Analysis for grain size distribution on samples as specified
Conducting triaxial Unconsolidated Undrained (UU) test on soil samples
Conducting Direct Shear Test on soil samples as specified
Conducting Consolidation tests on soil samples as specified.
Conducting Standard Proctor Density test on soil samples as specified
Conducting Modified Proctor Density test on soil samples as specified
Conducting Laboratory Unsoaked CBR Tests on soil samples as specified
Conducting Laboratory Soaked CBR Tests on soil samples as specified
Conducting Unconfined Compression Test on Rock samples as specified
Conducting Point Load test on Rock samples as specified
Conducting Swelling Potential and Swelling Pressure tests on soil samples as specified
Conducting Chemical tests on SOIL SAMPLES as specified
Conducting Chemical tests on GROUND WATER samples
Geotechnical Contractor to prepare detailed soil report as per specifications and specific requirements, as soon as field & laboratory tests completed. All the information as mentioned in Specific Requirements shall be furnished in the draft copy of final report for our review and comments. After reviewing, Geotechnical Contractor shall be informed about our comments/ remarks, if any and the same shall be incorporated and final report shall be submitted in 6 nos copies.
creative studio
Visiontek Consultancy Services Pvt. Ltd.
M/s. CADD CONSULING ENGINEERS PRIVATE LIMITED
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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